Print Report | Back to Test Summary

Testing Report for 2021-10-04-43-1

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 051F75U4
EFIS: 0518000092
Project ID: 213598
QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-101-R36.9/47.7
Work Description: CRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER
Location Description: MONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Adam Rianda
Structure Rep.: Juan Moreno

Sample Information

DIME Sample ID: 2021-10-04-43
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - King City Field Laboratory
Sample Organization Contact:
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 10/4/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/4/2021
The quantity of what the sample constitutes: 30 lbs
A brief description of the sample: Class 1
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: OHLA

Material Information

The fabricator's/manufacturer's product name for the sample: Class 1
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Behind guardrail
Where the material sample would have been placed if not sampled:

Test Information

DIME Test ID: 2021-10-04-43-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Date Tested: 10/18/2021
Verified Date: 10/18/2021
Submitted By Organization: CT D05 - King City Field Laboratory
Organization Address: 850 S 1st St,
Organization City: King City
Organization State: CA
Organization Zipcode: 93930
Organization Email: brent.barber@dot.ca.gov
Organization Phone:
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified :

Submitted Test Results

Standard Count Density: 1964 g/cc
Count or Density 1: 2331 g/cc
Count or Density 2: 2891 g/cc
Count or Density 3: 2218 g/cc
Standard Count Moisture: 703 g/cc
Moisture Count 1: 162 g/cc
Moisture Count 2: 112 g/cc
Moisture Count 3: 210 g/cc
Sum of Count or Density: 7440.00 g/cc
Average of Count or Density: 2480.00 g/cc
Sum of Moisture Count: 484.00 g/cc
Average of Moisture Count: 161.00 g/cc
Count Ratio Density: 1.26
Count Ratio Moisture: 0.23
Calculated Percent Relative Compaction: 91.3 %
Reported Percent Relative Compaction: 91 %